Attachment A Technical Specifications~19.pdf

Oregon Parks and Recreation

Department

TECHNICAL SPECIFICATIONS

For

Nehalem Bay State Park Utility and Road Improvement Project

Project Number: # 36872 Contract Number: # 11551

Date: August 1, 2024

Prepared by:

Oregon Parks and Recreation Department Engineering Section

725 Summer Street NE, Suite C Salem, Oregon 97301

THIS PAGE INTENTIONALLY LEFT BLANK

SPECIFICATIONS

Nehalem Bay State Park Utility and Road Improvement Project at

Contract Number: #11551

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Part A, Divisions 16

Nehalem Bay State Park Utility and Road Improvement Project at

Contract Number: #11551

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Part B, Division 22

Nehalem Bay State Park Utility and Road Improvement Project at

Contract Number: #11551

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Part B, Division 23 kyle.lindstrom Image kyle.lindstrom Image

Nehalem Bay State Park Utility and Road Improvement Project at

Contract Number: #11551

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Part B, Division 26 kyle.lindstrom Image kyle.lindstrom Image i Table of Contents

PART A – GENERAL, ADMINISTRATIVE, AND SITEWORK SPECIFICATIONS

TABLE OF CONTENTS

PAGE

SECTION 01010 – SUMMARY OF WORK ................................................................................................ I

SECTION 01019 – CONTRACT CONSIDERATIONS

SECTION 01025 – MEASUREMENT AND PAYMENT

SECTION 01028 – MODIFICATION PROCEDURES

SECTION 01062 – PERMITS

SECTION 01090 – REFERENCE STANDARDS

SECTION 01300 – PROJECT MANAGEMENT AND COORDINATION

SECTION 01330 – SUBMITTALS PROCEDURE

SECTION 01350 – PROTECTION OF CULTURAL RESOURCES

SECTION 01500 – TEMPORARY FACILITIES AND CONTROLS

SECTION 01560 – ENVIRONMENTAL CONTROLS

SECTION 01570 – TRAFFIC CONTROL

SECTION 02100 – SITE CLEARING

SECTION 02200 – EARTHWORK

SECTION 02220 – EARTHWORK FOR UTILITIES & VAULTS

SECTION 02240 – CONTROL OF WATER

SECTION 02321 – FOUNDATION STABILIZATION, PIPE ZONE AND BACKFILL

SECTION 02322 – EARTHWORK FOR ROADWAY REPAIRS

SECTION 02370 –EROSION AND SEDIMENTATION CONTROL

SECTION 02400 – HORIZONTAL DIRECTIONAL DRILLING

SECTION 02510 – WATER SYSTEMS

SECTION 02511 – HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS

SECTION 02512 – PEX DOMESTIC WATER PIPING

SECTION 02530 – SANITARY SEWER

SECTION 02546 – SANITARY SEWER PUMP STATION

SECTION 02700 – ASPHALTIC CONCRETE PAVING AND RESURFACING

SECTION 02765 – PAVEMENT MARKINGS

SECTION 02910 – PLANTINGS, RESTORATION, LAWN AND GRASS AREAS

SECTION 03300 – CAST-IN-PLACE CONCRETE

SECTION 04100 – MORTAR AND GROUT

SECTION 09900 – PAINTING

SECTION 16010 – GENERAL ELECTRICAL PROVISIONS

SECTION 16040 – IDENTIFICATION

SECTION 16050 – BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16060 – GROUNDING AND BONDING

ii Table of Contents

Section 01010 - 1

SUMMARY OF WORK

SECTION 01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.01 DESCRIPTION OF WORK

A. Requirements of the “State of Oregon General Conditions for Public Improvement Contracts” January 2012 Edition as amended by ITB 11551 Exhibit 7, Supplemental General Conditions apply to the Technical Specifications and Plans for this Project.

B. The Work shall be as shown on the Plans and as specified herein at the following location(s):

1. Nehalem Bay State Park 34600 Garey Street, Nehalem, Oregon 97131

C. Contractor shall furnish all permits, labor, equipment, tools, supervision, materials and incidentals required to complete the Work in accordance with the Plans, Technical Specifications and terms of the Contract. Also refer to the Invitation to Bid (“ITB”) and the Contract for additional requirements and information. Work includes, but is not limited to, the following:

Base Bid

1. Mobilization.

2. Traffic Control

3. Erosion and Sediment Control

4. Demolition, Clearing and Grubbing.

5. Tree Removal

6. General Excavation and Earthwork.

7. Asphalt Saw Cutting and Removal

8. Trench Excavation and Backfill

9. Rock Excavation (allowance)

10. Aggregate Base Rock.

11. Site Sewer System

12. Waterline Replacement

13. Pipe Burst and Replace

14. Directional Boring

15. Water System – South Day Use and Horse Concessionaire

16. Electrical System Improvements

17. Campsite Service Pedestal

18. Propane Sitework

19. Hot Mix Asphalt Paving

20. Pavement Markings

21. Sign Posts and Signs

22. Wheel Stops

23. Landscape – Site Restoration and Revegetation.

24. Restroom Shower Building

25. Road Improvements

26. Refer to Plans and Technical Specifications for other items.

Section 01010 - 2

SUMMARY OF WORK

Additive Alternates

1. Horse Camp Restroom Site Improvements

2. Horse Camp Water System.

D. Specific items furnished by Owner and installed by Contractor:

1. Electrical Vaults and Lids

2. Horse Camp Loop Grinder Pump Station

3. 4” Double Check Valve Assembly & Fittings

4. Gate

5. Removable and Fixed Wood Bollards

6. Venteck Fee Machine

E. Specific items furnished and installed by others:

1. Electrical Transformers

2. Electrical Sectionalizing Vaults

3. Electrical revenue meter and enclosure

4. Propane Tank and Distribution System.

5. Horse Camp CXT Prefabricated Restroom

6. Campsite Furnishings (picnic tables, fire pits)

F. Project is for the Oregon Parks and Recreation Department, herein referred to as Owner.

1. Where “Architect” or “Engineer” is used in the Contract Documents it shall mean “Owner”.

2. Where “General Contractor” is used in the Contract Documents it shall mean “Contractor”.

G. The Owner’s Authorized Representative, herein referred to as Project Manager is:

Tracy Johnson Oregon Parks and Recreation Department 725 Summer St NE, Ste. C Salem, OR 97301

(971) 283-6805

F. The Park Manager, where authority is specified in Contract Documents is:

Ben Cox Nehalem Management Unit Manager Oregon Parks and Recreation Department ben.cox@oprd.oregon.gov

(503) 791-7969

1.02 CONSTRUCTION STAKEOUT AND LAYOUT

A. The Plans show approximate locations and dimensions of existing utilities and facilities adjacent to and in the proposed Work, as shown on the Plans, for the Contractor’s information. Final stakeout of the construction Work shall be provided by Contractor and approved by Project Manager. The Contractor will be solely responsible for locating all mailto:ben.cox@oprd.oregon.gov

Section 01010 - 3

SUMMARY OF WORK

existing utilities within the Project sites. No additional stakeout will be provided by the Owner.

B. Contractor is responsible for properly laying out the Work and for lines and measurements for the Work. Contractor to verify the figures shown on the Plans before any construction takes place or products are ordered. Report errors or inaccuracies to the Project Manager for resolution before commencing Work. Submit as-built plans after completion of the Project to record any changes that took place in accordance with Section 01330 Submittals Procedure.

1.03 PROJECT RECORD DRAWINGS

A. Maintain at the site one complete set of full-sized original prints for recording installed conditions (As-Builts). Keep record drawings (As-Builts) clean, undamaged and up to date as Work progresses. Accurately indicate all deviations, additions and omissions from the original drawings in red ink.

B. The purpose of these record drawings is to provide the Project Manager with an easy to read, complete record of the installation so that at the end of the Project the Project Manager can revise the original Contract Plans to represent the actual installation. Color coded and highlighted notes shall be used if these would make the record drawings easier to read.

C. At the completion of the Work, Contractor shall furnish the Project Manager this original set of marked-up drawings. Final payment to the Contractor will not be authorized until these drawings have been submitted to and accepted by the Project Manager.

1.04 OWNER OCCUPANCY

A. The Owner will not close any areas of the Park except the area under construction and temporary closures as approved in advance by the Park Manager for approved limited durations.

B. Coordinate all Work with Park Manager to minimize conflict and to facilitate ongoing use and operation of the Park.

C. The Owner and Owner’s other contractors and consultants will be performing other work elsewhere onsite during construction. Coordinate fully with separate contractors so that work under other contracts may be carried out smoothly, without interfering with or delaying Work of this Contract.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to construction areas around the Project site(s).

B. Contractor shall at all times conduct their operations to ensure the greatest public safety and least inconvenience to the public and adjacent landowners.

C. Contractor shall receive approval from the Park Manager as to the staging and stockpiling of the equipment and materials used on the Project.

Section 01010 - 4

SUMMARY OF WORK

D. Storage of material onsite is at Contractor’s own risk.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of material.

Load restrictions shall meet state load restrictions.

1. The Contractor shall utilize the main park entrance at the corner of Garey Street and Sandpiper Lane as the primary construction entrance for site access and deliveries to the project.

F. Parking: Contractor and Subcontractors shall park at approved locations, and as directed by the Park Manager.

G. Restrooms: Contractor shall provide temporary restroom facilities for its workers and

Subcontractors as required.

H. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except where indicated to be removed or altered. Repair damage to existing facilities.

I. Owner may allow Contractor to utilize park for temporary work force accommodation during construction. Location and utility availability to be coordinated and approved by Project Manager and Park Manager prior to arriving on site.

1.06 CONSTRUCTION SCHEDULE

A. Refer to the Contract for construction schedule Substantial and Final Completion dates.

B. Contractor shall not begin any onsite Work of this Project before required permits have been obtained, a preconstruction conference has been held, a proposed construction schedule has been submitted in accordance with Section 01300 Project Management and Coordination and required submittals have been submitted in accordance with Section 01330 Submittals Procedure, and the Project Manager has given written approval of the submittals and construction schedule provided by the Contractor.

1.07 SPECIFICATION LANGUAGE

A. Portions of the Technical Specifications are written in imperative and streamlined form.

This imperative language is directed to the Contractor, unless specifically noted otherwise.

1. The words “shall be” shall be included by inference where a colon (:) is used within sentences or phrases. Example: Aggregate: ASTM C33. Singular words will be interpreted as plural and plural words shall be interpreted as singular where applicable and where full context of the Contract Documents so indicates.

2. The word provide or furnish means “purchase, furnish and install.”

1.08 PROJECT IDENTIFICATION SIGN

A. The Project identification sign, if used, will be by the Owner.

Section 01010 - 5

1.09 CUTTING

A. Perform or arrange and pay for required cutting of asphalt, concrete, masonry, wood, structural framing, etc. and obtain approval from the Project Manager prior to cutting.

B. Cutting or channeling of underpinning or structural members shall not be permitted without prior permission of the Project Manager.

C. No weakening of structural parts is permitted and the Contractor will pay for and correct any Work impaired.

1.10 PATCHING

A. Where trenching is done through existing paving, walks, curbs, etc. (with prior approval from the Project Manager), the Contractor is responsible to patch and repair these structures to original condition.

B. Patch all openings in and through concrete and masonry with dry pack.

C. In new Work, patch and refinish all damaged finished surfaces that are a result of the

Contractor’s activities to match the adjacent surface as approved by the Project Manager.

D. Where new electrical Work is installed in an existing building, patch and refinish surfaces damaged to match existing. Refinishing is to be as directed by the Project Manager.

END OF SECTION

Section 01010 - 6

Section 01019 - 7

CONTRACT CONSIDERATIONS

SECTION 01019 – CONTRACT CONSIDERATIONS

1.01 SPECIAL PROJECT REQUIREMENTS

A. The Park will be closed to the public for the duration of construction. The Contractor shall erect barricades and signage to prevent public access in the construction site and provide for public safety during construction. Devices required to provide for public safety during construction shall be provided and installed by the Contractor at the expense of the Contractor. If required safety devices are not installed, Work shall not be allowed to commence until such devices are installed. The Contract Time will not be extended based on working Days lost due to the noncompliance of safety devices.

B. Construction operations shall be restricted to normal daily operating hours and the normal

Open/Close schedule of the Park but not outside the hours of 7AM – 5PM, Monday – Friday unless otherwise arranged and approved in writing by the Project Manager and Park Manager.

C. No Work shall be performed on any legal holiday or weekends without prior written approval from the Park Manager.

D. If special circumstances or emergency conditions require Work beyond the hours as specified, the Contractor shall:

1. Notify the Project Manager and Park Manager 72 hours in advance of any proposed extended work hours for preauthorization. The Contractor’s written request shall specify the Work to be performed and the circumstances that warrant the request. The request shall include any additional measures to mitigate noise generated by this construction activity, if deemed necessary by the Project Manager.

2. If an emergency situation occurs that warrants extended hours, the Contractor shall notify the Park Manager and Project Manager immediately upon determining the need for this Work.

E. Contractor shall notify the Park Manager in advance when Contractor, Subcontractor or any employees of such shall be on Park property.

F. Comply fully with manufacturer’s instructions and recommendations. Should manufacturer’s instructions conflict with Contract Documents, request clarification from Project Manager before proceeding.

G. Contractor shall furnish all planning, investigation, material, equipment, labor and permits to complete the Work in accordance with the Plans, Technical Specifications and terms of this Contract, except as specified otherwise herein.

H. Day Use Park Fees will not be charged by the Park for contractors or deliveries.

I. All changes to normal traffic patterns must be clearly explained in the Traffic Control

Plan and approved by the Project Manager.

Section 01019 - 8

CONTRACT CONSIDERATIONS

J. Smoking is not allowed at the project site, except at locations approved by the Park

Manager and Project Manager.

K. Any additional tree removal required for construction shall be approved by Project Manager.

1.02 EXISTING UTILITIES

A. In general, the locations of existing utilities, whether above ground, underground or under the roof, are to be determined as needed by the Contractor. Work in some cases must be done in close proximity to said utilities and live electrical service lines, pipes, drains, and structures not shown, which may require a change in operations, cost and time.

B. Utilities damaged by Contractor’s activities shall be reestablished, to the satisfaction of the Park Manager and/or Project Manager. If the Contractor fails to repair the damaged utility, costs for repairing the utility shall be deducted from final payment.

C. Comply with Oregon Administrative Rules Chapter 952, Relating to Abandoned

Underground Facilities. An “Abandoned Facility” means an underground facility that is no longer in service and is physically disconnected from the operating facility that is in service. In addition to notification requirements of this rule, notify Project Manager of any Abandoned Underground Facilities which are discovered during the course of the Project.

1.03 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish at all times. Maintain site in a clean and orderly condition. Provide legal debris disposal (or recycle waste materials if feasible) off-site for all debris generated while working on this Project.

B. Remove debris and rubbish from pipe chases and other closed or remote spaces on a daily basis.

C. Remove waste materials, debris and rubbish from the site immediately upon such materials becoming unfit for use in the Work. In the event this material is not removed, Project Manager will give one notification in writing as to the removal of such waste materials, debris and rubbish. If the Contractor does not clean up the waste materials, debris and rubbish within 24 hours as directed by the Project Manager, the Project Manager reserves the right, but does not have the duty, to have the material removed and the expense shall be deducted from payment to the Contractor. This debris shall be removed at the end of each workday.

D. Provide legal debris disposal off-site for all debris generated while working on this

Project.

1.04 TEMPORARY UTILITIES

A. Connections to existing utilities (electric, water, sewer, telephone service) may be allowed as approved by the Project Manager. Contractor to make arrangements for connections. Contractor to pay for cost of connection and use. Exercise measures to conserve energy and water.

Section 01019 - 9

B. Provide toilet and wash facilities for the work force at the site. Comply with applicable laws, ordinances and regulations pertaining to public health and sanitation.

PART 2 – MATERIALS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

Section 01019 - 10

Section 01025 - 11

MEASUREMENT AND PAYMENT

SECTION 01025 – MEASUREMENT AND PAYMENT

1.01 DESCRIPTION

A. All Payments shall be as provided in the State of Oregon General Conditions for Public Improvement Contracts. References to other documents in the Plans and in the Technical Specifications, such as ODOT and ODOT/APWA are not intended to include references to measurement and payment that may exist in those other documents. Specific Measurements for Work Items are detailed in this Technical Specification Section 01025.

B. If no Item exists for a portion of the Work, include the costs in a related Item.

C. No separate payment will be made for any item that is not specifically set forth in the

Solicitation, and all costs therefore shall be included in the prices named in the Solicitation for the various appurtenant items of Work.

D. Quantities listed in the Contract Document do not govern final payment. Payments to the

Contractor will be made only for actual quantities of Contract items performed in accordance with terms of the Contract and for items of Work actually performed under Change Orders.

E. Indirect costs, such as supervision and overhead, profit, and the General Conditions specified in the Contract, all shall be allocated to each item as applicable for Work defined in the item. No separate payment will be made to the Contractor for these items.

F. Disposal Fees: There shall be no separate measurement and payment item for Disposal

Fees. Payment shall be incidental to other bid items.

G. Payments shall include full compensation for all labor, equipment, and materials necessary to perform the specified Work.

H. Partial payments to be made under the Contract shall be based on the percent of Work complete as approved by the Project Manager according to the State of Oregon General Conditions for Public Improvement Contracts.

I. Material requiring weighing to be weighed by scale. Allowable scales with Project

Manager approval are commercial vehicle weigh scales, plant automatic weight batching and mixing control printer system, or plant weight hopper printer system.

Pay Items to be measured by weight shall include all Contractor costs for furnishing appropriate weight tickets and transporting materials to the scales or to check weighing.

The scales shall conform to ORS 618, and NIST Handbook 44, and shall be:

• Licensed by the Oregon Department of Agriculture;

• Technically suitable for weighing the materials;

• Properly installed and maintained; and

• Accurate to the required tolerances.

Section 01025 - 12

MEASUREMENT AND PAYMENT

The Owner may periodically have a representative at the scales to observe the weighing procedures.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: See the Pricing Submittal Form. Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.)

A. BID ITEMS – GENERAL:

A1. Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis for all phases of work under the contract. The amount to be allowed for Mobilization will be paid in partial payments under the Contract as follows:

i. When 5 percent of the total original Contract amount is earned from other items, 50 percent of the amount bid for Mobilization, or 2.5 percent of the original Contract amount, whichever is the least, will be paid.

ii. When 10 percent of the total original Contract amount is earned from other items, 100 percent of the amount bid for Mobilization, or 5 percent of the original Contract amount, whichever is the least, will be paid.

iii. Upon completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5 percent of the total original Contract amount will be paid.

b. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

c. Construction access, staging, and traffic control shall be incidental to this bid item.

A2. Traffic Control:

basis for all phases of work under the contract.

b. The Work shall include all on highway signage, fencing, barriers, materials, equipment, and labor necessary to perform he Work as specified.

A3. Erosion and Sediment Control:

b. The Work shall include all erosion control measures necessary to comply with the requirements of Section 01560 Environmental Controls, all applicable permits, and all local, state, and federal requirements.

Section 01025 - 13

B. BID ITEMS – SITEWORK AND UTILITY IMPROVEMENTS:

B1. Demolition, Clearing, and Grubbing:

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner.

B2. Tree Removal:

a. Measurement and payment for this bid item shall be made on a per each

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

B3. General Excavation and Earthwork:

basis for all material moved or removed to the lines and grades shown on the Contract Documents and as approved by the Project Manager.

b. The Work shall include all excavation and earthwork required to construct roads, embankments, paths, equipment or building pads, parking areas, and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

B4. Asphalt Saw Cutting and Removal:

a. Measurement and payment for saw cutting and asphalt removal shall be made on a lump sum basis.

b. Work shall include all material, equipment and labor necessary to saw cut and remove existing asphalt at locations shown on the Plans or as located in the field, including, but not limited to, saw cutting, excavation, and disposal of material at a Oregon Department of Environmental Quality (“DEQ”) approved dump site. Payment will only be made for asphalt excavation Work approved by the Project Manager.

c. If base materials are required to be excavated below asphalt surface, they shall be paid as part of the trench excavation and backfill pay items.

Section 01025 - 14

B5. Trench Excavation and Backfill:

a. Measurement and payment for trench excavation and backfill shall be made on a lineal foot basis for all excavation and backfill for trenches noted in the Contract Documents. Length will be measured horizontally along pipe actually installed without deducting for fittings and appurtenances.

b. No payment will be made for over-excavation except as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Rock excavation, if encountered, shall be paid under the Rock Excavation bid item.

B6. Rock Excavation (Allowance):

a. Measurement and payment for rock excavation shall be made on a cubic yard-in-place basis to the nearest 0.10 yard. This price shall apply whether such rock excavation consists of small isolated segments, large segments or the entire trenchline.

b. This item is to account for extra cost associated with rock excavation.

Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated using the standard trench, vault or structure width, length and depth of rock excavation to the standard trench, vault or structure depths as shown in the Contract Documents.

d. Payment shall include full compensation for Rock Excavation required to construct pipelines, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for Rock Excavation except as approved by the Project Manager, before Rock Excavation begins. Payment includes compensation for excavation to line and grade, hauling, and legal disposal of rock material.

B7. Aggregate Base Rock:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the Contract Documents.

B8. Site Sewer System – Accessible and Host Campsites:

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new 4-inch sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, Section 01025 - 15

MEASUREMENT AND PAYMENT

trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

B9. Site Sewer System – C/D Loop Restroom:

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

c. Asphalt saw cut and removal, and trenching and backfill associated with this Work shall be billed under the applicable bid item.

B10. Site Sewer System – South Day Use Area and Horse Concessionaire Sites:

b. The Work shall include all materials, equipment, labor, and incidentals including but not limited to complete the installation of new sewer piping, connection to the existing restroom outlet, manholes, pump station, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as approved by the Project Manager and in conformance with the Contract Documents.

B11. Waterline Replacement – Necarney Boulevard:

b. Work includes all materials, equipment, labor, and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system.

c. Work includes installation of the new 4-inch double check valve provided by Owner, and all fittings, labor, incidentals, equipment and materials to complete the Work.

Section 01025 - 16

B12-B16 Pipe Burst and Replace (1.5-, 2-, 3-, 4-, 6-Inch) Waterline

a. Measurement and payment for this bid item shall be made on a linear foot basis. Payment length will be measured horizontally along the centerline of the waterline through the fittings from beginning to ending points of the pipe. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, and all other Work required for a complete system.

B17 Directional Bore 3/4-inch Waterline

a. Measurement and payment for this bid item shall be made on a linear foot basis. Payment length will be measured horizontally along the centerline of the waterline through the fittings from the water mainline to the ball valve at the campsite service pedestal. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and

B18. Water System - South Day Use and Horse Concessionaire basis. No separate payment for fittings will be made unless otherwise noted in the Contract Documents.

b. Work includes all materials, equipment, labor and incidentals required including but not limited to, fittings, pipe, joints, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and

B19. Electrical Conduit Installed by Horizontal Directional Drilling:

a. Measurement and payment for electrical conduit installed by horizontal directional drilling shall be on a lump sum basis.

b. Payment for this item will only be made after the electrical conductors are installed in the conduit and the contractor demonstrates adequate continuity of the conductors.

c. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the conduit by horizontal directional drilling where shown in the Contract Documents.

Section 01025 - 17

B20-B22. Electrical System Improvements: (ALL ELECTRICAL IMPROVEMENTS)

a. Measurement and payment for electrical system improvements shall be made on a lump sum basis for each area of work itemized in the Pricing Submittal Form.

b. Work shall include all labor, equipment, materials and incidentals needed to furnish and install, testing and startup of electrical power, and controls for the electrical system improvement as described in the Contract Documents including but not limited to panels, enclosures, kiosks, primary and secondary conductors, pull boxes, handholes, vaults, pads, etc. unless otherwise noted in the Contract Documents and as approved by the Project Manager.

B23. Electrical System - South Day Use and Horse Concessionaire:

a. Measurement and payment for electrical system improvements shall be made on a lump sum basis for each area of work itemized in the Pricing Submittal Form.

b. Work shall include all labor, equipment, materials and incidentals needed to furnish and install, testing and startup of electrical power, and controls for the electrical system improvement as described in the Contract Documents including but not limited to panels, enclosures, kiosks, primary and secondary conductors, pull boxes, handholes, vaults, pads, etc. unless otherwise noted in the Contract Documents and as approved by the Project Manager.

B24. Campsite Service Pedestal - Water & Electric Services:

a. Measurement and payment for campsite water and electric services shall be made on a per each basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to provide a complete installation in conformance with the Contract Documents, including but not limited to excavation, aggregate base, formwork, concrete, anchor bolts, pedestal, pipe, fittings, valves, appurtenances, and incidentals.

B25. Propane Sitework:

a. The Work shall include all labor, equipment, fees, materials, and incidentals necessary to coordinate with propane provider, trench for the propane distribution system, install concrete mounting pad and bollards, as shown in the Contract Documents and any other related Work as required for a complete system.

b. The propane tank, distribution piping, fittings, regulators, and stubs for future extension to cabin propane plumbing will be furnished and installed by others.

Section 01025 - 18

C. BID ITEMS – HARDSCAPE AND LANDSCAPE SITE IMPROVEMENTS:

C1. Hot Mix Asphalt Concrete (“HMAC”) Paving – Host and Accessible Sites, paths, pavement patching:

a. Measurement and payment for this bid item shall be made on a ton in place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

d. Includes base grading, shaping and compaction.

C2. Hot Mix Asphalt Concrete (“HMAC”) Paving – Restroom Parking and Path:

place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction

C3. Aggregate Paving – Horse Concessionaire Road and Sites:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the

C4. Pavement markings:

a. Measurement and payment for installing pavement markings shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall use Owner furnished stencils for all pavement marking legends

C5. Sign posts and signs:

a. Measurement and payment for installing sign posts and signs shall be

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made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Sign posts and hardware shall be incidental to this pay item.

C6. Wheel Stops – campsites and parking:

basis.

b. The Work shall include all labor, equipment, materials, and incidentals necessary to complete the Work.

C7. Landscape - Site Restoration and Revegetation basis.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the restoration seeding and planting in conformance with the Contract Documents and as approved by the Project Manager, including, but not limited to, placing and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, salvaging and redistributing duff layer, mixing and adding any required amendments, planting, seeding and mulching.

c. Topsoil backfill, plant material, seed, fertilizer, jute matting, mulch and miscellaneous items needed to complete this work shall be incidental to this pay item.

d. The Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

D. BID ITEMS – C/D LOOP RESTROOM SHOWER BUILDING:

D1. Restroom Building Foundation and Slab

b. Payment shall include full compensation for all labor, equipment, materials and incidentals required to accomplish the Work as shown and described in the Contract Documents.

D2. Restroom Building Construction and Improvements:

a. Measurement and payment for this bid item shall be made on lump sum

b. Payment shall include full compensation for all labor, equipment, D3. Restroom Building Plumbing:

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b. Payment shall include full compensation for all labor, equipment, D4. Restroom Building Electrical:

b. Payment shall include full compensation for all labor, equipment, D5. Restroom Building Mechanical:

b. Payment shall include full compensation for all labor, equipment, D6. Restroom Building Finishes and Fixtures:

b. Payment shall include full compensation for all labor, equipment, E. BID ITEMS – ROAD IMPROVEMENTS:

E1. Tree Removal:

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by Project Manager.

E2. Saw cutting:

a. Measurement and payment for saw cutting shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the

E3. Asphalt pulverizing:

a. Measurement and payment for asphalt pulverizing shall be made on a lump sum basis.

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b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. The section defined by this pay item is a general description of the work area. The exact transition between work sections is incidental to all related pay items.

E4. Base grading, shaping and compaction

a. Measurement and payment for grading, shaping and compacting the base shall be made on a lump sum basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Geotextile fabric, where noted, shall be incidental to this pay item.

d. Additional aggregate used for leveling and shaping shall be paid separately under the aggregate base pay item.

e. The work section defined by this pay item is a general description of the work area. The exact transition between work sections is incidental to all related pay items.

E5. Full Depth Base Repair Excavation (Allowance):

a. Measurement and payment for excavation of full depth pavement repair shall be made on cubic yard basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Geotextile fabric shall be incidental to this pay item.

d. Additional aggregate used for leveling and shaping shall be paid separately under the aggregate base rock pay item.

E6. Aggregate Base Rock:

place basis, measured to the nearest 0.01 tons. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

E7. Hot Mix Asphalt Concrete (“HMAC”) Paving:

place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction

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E8. Speed humps:

a. Measurement and payment for constructing speed humps shall be made on a per each basis.

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Asphalt, pavement markings and signage related to the speed humps shall be paid under their specific pay items.

E9. Aggregate shoulder:

a. Measurement and payment for aggregate shoulder shall be made on a ton in place basis measured to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work includes providing all labor, equipment, materials and

E10. Pavement markings:

a. Measurement and payment for installing pavement markings shall be

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall use Owner furnished stencils for all pavement marking legends

E11. Thermoplastic stop bar:

a. Measurement and payment for installing thermoplastic stop bars shall be made on aper each basis.

b. The Work includes providing all labor, equipment, materials and

E12. Sign posts and signs:

a. Measurement and payment for installing sign posts and signs shall be

b. The Work includes providing all labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. Owner shall furnish all signage.

d. Sign posts and hardware shall be incidental to this pay item.

E13. Venteck Fee Machine Installation (OFCI)

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a. Measurement and payment for this bid item shall be made on a per each basis.

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished Venteck fee machine as shown and described in the Contract Documents.

c. Venteck machine will be Owner furnished, Contractor installed.

Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E14. Gate Installation (OFCI)

a. Measurement and payment for this bid item shall be made on a lump basis.

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished vehicular gate as shown and described in the Contract Documents.

c. Gate components including gate post, arm holder, and swing arm gate will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, touch up paint, and other materials as needed.

E15. Pipe Bollard

b. The Work shall include all labor, equipment, materials, and incidentals required to install pipe bollards as shown and described in the Contract

E16. Removable Wood Bollard Installation (OFCI)

b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished bollards as shown and described in the Contract Documents.

c. Bollard components including bollard, embed sleeve, lock plate, and cover will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E17. Fixed Wood Bollard Installation (OFCI)

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b. The Work shall include all labor, equipment, materials, and incidentals required to install Owner Furnished bollards as shown and described in the Contract Documents.

c. Bollard components including bollard and embed plate will be Owner furnished, Contractor installed. Contractor shall provide all additional materials incidental to installation including, but not limited to, concrete, aggregate base, rebar, mounting hardware, and other materials as needed.

E18. Landscape - Site Restoration and Seeding

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the restoration seeding and planting in conformance with the Contract Documents and as approved by the Project Manager, including, but not limited to, placing and grading existing topsoil stockpiled during site clearing operations, importing additional top soil, salvaging and redistributing duff layer, mixing and adding any required amendments, planting, seeding and mulching.

c. Topsoil backfill, seed, fertilizer, jute matting, mulch and miscellaneous items needed to complete this work shall be incidental to this pay item.

F. BID ITEMS – ADD ALTERNATES:

F1. Additive Alternate 1: Horse Camp Restroom Site Improvements

F1.1 Demolition, Clearing, and Grubbing:

a. Measurement and payment for this bid item shall be made on a

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner.

c. This bid item includes tree removal as noted in the Contract

F1.2 General Excavation and Earthwork:

lump sum basis for all material moved or removed to the lines and grades shown on the Contract Documents and as approved by the Project Manager.

b. The Work shall include all excavation and earthwork required to construct roads, embankments, paths, equipment or building pads, parking areas, and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except

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as approved by the Project Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

F1.3 Aggregate Base Rock (including restroom foundation pad):

a. Measurement and payment for this bid item shall be made on a ton in place basis, measured to the nearest 0.01 tons. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials, and incidentals needed to furnish and install the base rock in conformance with the Contract Documents and as approved by the Project Manager.

c. The work includes base grading and compaction as indicated in the Contract Documents.

d. The aggregate for paths associated with Additive Alternate 1 are included in this bid item. Other work pertaining to path construction shall be billed under the applicable bid item.

F1.4 Hot Mix Asphalt Concrete (“HMAC”) Paving – Horse Restroom Parking

& Accessible Sites:

a. Measurement and payment for this bid item shall be made on a ton in place basis to the nearest 0.01 ton. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The Work shall include providing the labor, equipment, materials and incidentals needed to complete the Work in conformance with the Contract Documents and as approved by the Project Manager.

c. All pavement outside the Project limits, damaged as a result of the Contractor’s operations will be removed and replaced to the satisfaction of the Project Manager, at the Contractor’s expense.

F1.5 Sewer System - Horse Camp Restroom:

b. The Work shall include all materials, equipment, and labor including but not limited to complete the installation of new sewer piping, modification of the existing sewer line, fittings, pipe, glue, pipe welding materials, tracer wires and markers, temporary and permanent plugs, blow-offs and caps, testing, miscellaneous materials, boring, excavation, trenching and backfill, temporary shoring, coordinating inspections, and all other Work required to install the site sewer system at locations shown on Plans and as directed by the Project Manager and in conformance with the

F1.6 Water System - Horse Camp Restroom:

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a. Measurement and payment…